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Anaerobic digestion process stability and the extension of the ADM1 for municipal sludge co-digested with bakery waste.

机译:厌氧消化过程的稳定性以及ADM1扩展用于与面包渣共消化的城市污泥。

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摘要

Uncertainty about anaerobic digestion process stability is the main issue preventing more widespread use of the process as a source of energy recovery in wastewater treatment facilities. The overall objective of this research was to study the feasibility of enhancing biogas production inside wastewater facilities using co-digestion of municipal sludge with bakery waste. Another objective was to improve the stability index and a mathematical model that can be useful tools to predict the process stability of municipal sludge digestion alone, and when it is mixed with bakery waste, as a substrate for microorganisms.;Experiments were conducted in three phases. In phase 1, a full-scale anaerobic digester at Central Weber Sewer Improvement District, Ogden, UT, receiving a mixture of primary and secondary sludge, was monitored for one hundred days. Chemical oxygen demand (COD), and volatile solids (VS) mass balances were conducted to evaluate the stability of the digester and its capability of producing methane gas. The COD mass balance accounted for nearly 90% of the methane gas produced while the VS mass balance showed that 91% of the organic matter removed resulted in biogas formation. Other parameters monitored included: pH, alkalinity, VFA, and propionic acid. The values of these parameters showed that the digester was running under stable steady state conditions. At mesophilic temperature, the stability index was determined and equal to (0.40 L (CH 4)/(g(DeltaVS)).;In phase 2, the feasibility of adding BW to MS was tested in batch reactors scale. The biogas production was enhanced and the digester was stable until the range of 37--40% of BW to 63--60% of MS. The ADM1 coefficients were modified to accurately predict the digester performance. The modified model outputs (pH, VFA, and methane) were within acceptable ranges when compared with the observed data from the batch reactors.;In phase 3, the feasibility of MS and BW were tested using an Induced Bed Reactor (IBR) with a 50:50% ratio of MS:BW (COD basis). The process was stable during different hydraulic retention times and the ADM1 was modified to predict the stability of the process in the IBR.
机译:关于厌氧消化过程稳定性的不确定性是阻止该过程作为废水处理设施中能量回收源的更广泛应用的主要问题。这项研究的总体目标是研究使用市政污泥与烘焙垃圾共同消化来提高废水处理设施内沼气生产的可行性。另一个目标是提高稳定性指标和数学模型,该模型可以用作预测市政污泥消化过程的稳定性(当其与烘焙废料混合时作为微生物的底物)的过程稳定性的有用工具。分三个阶段进行了实验。在第1阶段中,对位于美国犹他州奥格登市Central Weber下水道改善区的一台大型厌氧消化池进行了一百天的监测,该池接收的是主要污泥和次要污泥的混合物。进行化学需氧量(COD)和挥发性固体(VS)质量平衡以评估消化池的稳定性及其产生甲烷气体的能力。 COD质量平衡占甲烷气体产量的近90%,而VS质量平衡表明91%的有机物被去除导致形成沼气。监测的其他参数包括:pH,碱度,VFA和丙酸。这些参数的值表明蒸煮器在稳定的稳态条件下运行。在中温温度下,测定的稳定性指数等于(0.40 L(CH 4)/(g(DeltaVS))。在阶段2中,以间歇反应器规模测试了向质谱中添加BW的可行性。直到BW的范围为37--40%到MS的63--60%为止,沼气池均保持稳定,修改了ADM1系数以准确预测沼气池的性能,修改后的模型输出(pH,VFA和甲烷)与分批反应器观察到的数据相比,其含量在可接受的范围内。在第3阶段,使用感应床反应器(IBR)和MS:BW之比为50:50%(COD基准)测试了MS和BW的可行性)。该过程在不同的水力停留时间下是稳定的,对ADM1进行了修改以预测IBR中该过程的稳定性。

著录项

  • 作者

    Demitry, Morris Elya.;

  • 作者单位

    Utah State University.;

  • 授予单位 Utah State University.;
  • 学科 Environmental engineering.
  • 学位 Ph.D.
  • 年度 2016
  • 页码 143 p.
  • 总页数 143
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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